Macadamization Abdul Ahad Sofi Makhdoom Pora to Masjid Sheikh-Ul-Alam.

City Roads Division Srinagar · Srinagar, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹10.0L
EMD: ₹20K
Published: 28 Oct 2026
Closing date: 14 Nov 2026
Status: open
Status as of: 09 Nov 2026 02:29 UTC
Ministry: Housing and Urban Development Department
Department: Srinagar Municipal Corporation
Office: City Roads (SMC) Division Srinagar

Description

Macadamization of the road from Abdul Ahad Sofi Makhdoom Pora to Masjid Sheikh-Ul-Alam, including surface preparation, WBM and WMM layers, tack coat, bituminous macadam, bituminous concrete and seal coat. Advertised cost is Rs. 10.00 lakh.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (11)

Taking out of GEOTAGGED photographs of size 150mm x 100mm at site before execution of work, during execution and after completion of work including submitting the same to the engineer incharge. — Qty: 15 No.
Surface dressing of ground including removing vegetation and inequalities, not exceeding 15cm deep and disposal of the rubbish beyond SMC limits in all kinds of soils including all its leads, lifts, loading, unloading, head load (if any) costs & carriages etc., complete. — Qty: 308 Sqm
Supply, stacking and laying of WBM grade 1st with specified graded stone aggregate 90mm - 45mm size broken query stone @1.21cum to 1.43cum/10sqm of road surface duly hand packed including screening, sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid. — Qty: 3.47 Cum
Supply/ stacking and laying of WBM Grade 2 with specified graded stone aggregate 63mm to 45mm size broken quarry stone @ 0.91 cum to 1.07 cum per 10 sqm of road surface and using of screening 13.2mm size @ 0..12 cum to .15 cum per 10sqm and binding material @ 0.06cum to 0.09 cum per 10sqm of road surface incl sorting , spreading to template , watering and consolidation to required gradient and camber with 80 to 100 KN Road roller all inclusive leads ,lifts , loading , unloading , head load if any and carraige of materials from nearest approved source to site of work complete ( to be laid as per the guidelines of MOST Specifications). Finished work to be measured and paid. — Qty: 3.47 Cum
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1KM by mechanical means. — Qty: 212.03 Sqm
Providing, Laying, Spreading & Compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specifications including mixing the material with water at OMC mechanical mixer plant carriage of mixed material by Tipper at site with all leads and lifts laying in uniform layers in sub base/ base course on a well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per technical specification of clause 406.(75mm thick compacted). — Qty: 36.23 Cum
On WBM surface using tar @0.75kg/sqm. — Qty: 483.08 Sqm
On BT surface using tar @0.5 kg/sqm. — Qty: 930.49 Sqm
Providing/ laying 50mm thick compacted bituminousmacadam base course with stone aggregate of quality, size and grading as per specified in most specification and straight run bitumen of VG 10 @ 3.3% by weight of total mix including hot mixing of stone aggrt. and bitumen in hot mix plant transporting and laying mixed material with paver finisher to the required level and grade. rolling with road roller of 8 to 10 ton capacity to achieve the required compaction and density (including cost & carriage of all materials involved upto site of work complete). — Qty: 30.51 Cum
Providing/ laying 25mm thick semidense Bituminous concrete using material agg. satisfying the gradation set out in most specification with 5% binder content (by way of total mix) bitumen VG 10 @2.88 kgs/ sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 ton capacity road roller to achieve the required compaction and density with 8/100 including rolling and finishing complete including cost and carriage of material involved. — Qty: 1413.57 Sqm
Providing/ laying 6mm thick seal coat premix fine agg. (Passing 2.36mm and retained on 180 micronsieve) with bitumen 128 kg of grade 80/100 bitumen per cum of fine agg. (0.768kg of bitumen per sqm) and 0.60 cum of fine agg. per 100 sqm of road surface including rolling and finishing complete as per most specification (including cost and carriage of all materials involved upto the site of work) — Qty: 1413.57 Sqm

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