Defence Statutory Bodies & Commissions/Committees Closing in 12 days TDR #57614992

Tender For special Repair To Road, Paved Sidewalk Area And Road Furniture Inside annual rate contract Trg Area And Family Area, Arc, Happy Valley Shillong Under Ge Shillong

Issued by Statutory Bodies & Commissions/Committees · East Khasi Hills, Meghalaya
Tender Value
97 Lakhs
Estimated cost
Bid Submission
17 Oct 2026
12 days left
EMD
1.70 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
East Khasi Hills → Meghalaya
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for special Repair To Road, Paved Sidewalk Area And Road Furniture Inside annual rate contract Trg Area And Family Area, Arc, Happy Valley Shillong Under Ge Shillong

BOQ

Name of Work:- SPL REPAIR TO ROAD, PAVED SIDEWALK AREA AND ROAD FURNITURE INSIDE ARC TRG AREA AND FAMILY AREA, ARC, HAPPY VALLEY SHILLONG UNDER GE SHILLONG
Sl. No. Item Description
1Excavating over areas not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and as directed.
2Removing excavated material (excluding hard rock) exceeding 1.50 km but not exceeding 5.0 km and depositing where directed at a level complete all as specified and as directed.
3M&L for Rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne complete all as specified and as directed.
4M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
5M&L for Laying and compacting for 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed.
6M and L for applying a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 at a rate of application of 0.70- 1.00 kg/ sqm on surface of WMM/WBM as specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer complete all as specified and directed .
7Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat at the rate of 5 kg per 10 Sqm, putting in bituminous macadam well rammed (including supply of bituminious carpet, binder and chhipping) and sealed with bitumen 9.8 kg per 10 sqm blinded with 0.09 cum stone chippings, 6.3 mm size depth of pot holes exc 30mm and rolled and compacted with power roller 8 to 12 tonnes to required camber and gradient complete all as specified and as directed.
8M&L for Providing and consolidating 75 mm thick premix Dense Bituminous Macadam (DBM Grading-II) using min 4.5% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500-10 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed.
9Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.
10M&L for applying evenly a tack coat with bituminous primer (paving grade bitumen VG-10 grade) @ 5 kg per 10 sq metres complete all as specified & as directed.
11Material and labour for bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetration by weight of total mix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with required camber and gradient complete all as specified and as directed.Note:- Semi dense asphaltic bituminous concrete shall be designed as per design mix. Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rate of ₹95.00 per KG of binder. No adjustment in price shall be made if the variation is on plus side. (Narangi & Guwahati) \\"
12Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like exceeding 10cm wide on road pavement with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine including glass beads @ 300gm/ sqm for reflecting all as per manufacturers instruction complete all as specified and directed.
13S&F in repair speed breaker of size 750mm X250 mm X75mm made out of ABS material with two highly reflective reflectors moulded in PMMA materials welded with ABS plate through ultrasonic welding process fixed on to the speed breaker so the dust and water can not touch reflectors inside and fixed complete all as specified and directed.
14S&F in repair traffic convex mirror of of 60cm dia having 130 degree viewing angle made of polycarbonate material , brim and back holding plate is made of metal/FRB along with pole mounted brackets and pole 60mm dia made with galvanised steel pipe of suitable length fixed to the ground by means of PCC 1:2:4 type B2 (using 40mm dia graded stone aggregate) in foundation/filling (size 50cmx50cmx60cm) all as specified and as and as directed.
15S&F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.
16S & F in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd, 3 pieces each side and total 6 pieces are used for high brightness and backup for 12 hours completed as per manufactures instructions etc complete all as specified and as directed.
17Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) and complete all as specified and as directed.
18M&L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed.
19M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
20Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M40 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in, of approved colour, laid in required colour and pattern with grey cement and pigment complete all as specified and directed.
21M&L for cement concrete M15 (Nominal Mix) using 12.50 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed.
22M&L for cement concrete in surface channels and drains in M10(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
23M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
24Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and complete all as specified and as directed.
25M&L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
26M&L for precast RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and as directed
27M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height complete all as specified and as directed.
28Demolition of ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.
29M&L for precast cement concrete solid block masonry made using cement concrete M10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate exceeding 10 cm in width and set in cement mortar (1:6) complete all as specified and as directed.
30M&L for 15 mm thick cement plaster on fair faces of bricks/ concrete surfaces in cement mortar 1:6 including plastered surfaces shall be finished even & smooth without using extra cement all as specified and as directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57614992
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 97 Lakhs
LAST DATE 17-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for special Repair To Road, Paved Sidewalk Area And Road Furniture Inside annual rate contract Trg Area And Family Area, Arc, Happy Valley Shillong Under Ge Shillong
Basic Detail
Tender No 8071/SHL/E8
Bidding Type Tender
Location
City East Khasi Hills
State Meghalaya
Key Dates
Publish Date 19 Sep 2026
Submission Date 17 Oct 2026
Open Date 19 Oct 2026
Finance
Tender Value 97 Lakhs
Tender Fee 1000
EMD 1.70 Lakhs
Exemption Available
Document List
1ae4f755-4a2b-4058-b0fb-11b127199a79.html
8071tender.pdf
BOQ_885923.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Oct 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
html

1ae4f755-4a2b-4058-b0fb-11b127199a79.html

pdf

8071tender.pdf

xls

BOQ_885923.xls

pdf

Tendernotice_1 (10).pdf

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