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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance KANKDIHIA P O PARA P S PARA PURULIA | PURULIA | PURULIA | WEST BENGAL | -30.25% | ₹9.6 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 L+₹1.0 L (10.6%)Admitted-Finance VIII SUJAPUR P O P S RAGHUNATHGANJ DIST MURSHIDABAD | MURSHIDABAD | -22.86% | ₹10.6 L+₹1.0 L (10.6%) | L2 | Admitted-Finance |
| 3 | L3₹11.0 L+₹1.4 L (14.7%)Admitted-Finance | -19.99% | ₹11.0 L+₹1.4 L (14.7%) | L3 | Admitted-Finance |
| 4 | L4₹12.2 L+₹2.6 L (27.3%)Admitted-Finance | -11.20% | ₹12.2 L+₹2.6 L (27.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Technically not allow |
Tender Value
₹13.7 L
EMD Value
₹27,420
Closing Date
10 Mar 2026, 5:00 pmClosed
EXECUTIVE OFFICER, JANGIPUR MUNICIPALITY
Pakurtala, Raghunathganj, Murshidabad
Construction of GIC Sheet wall(View Guard) at Gurbage Dumping Area at Mouza- Gadaipurbeside NH12 (Dag No- 191 and 195 JL No-02) Latitude- 24.482556, Longitude-88.035037
2026_MAD_1012882_1
MAD/ULB/JM/SWM/NIeT1/25-26(2nd Call)
Open Tender
CIVIL WORKS
Percentage
21 days
Dumping Area at Mouza- Gadaipurbeside
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹27,420
Yes
3 Sept 2026
23 Feb 2026
13 Mar 2026
23 Feb 2026
10 Mar 2026
23 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ref. Page - 1, Item 2(a) PWD SOR VOL-I w.e.f. 1.11.2017
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1.5 m | - | CuM | 1 | - |
| 2 | Ref. Page - 1, Item 3 PWD SOR VOL-I w.e.f. 1.11.2017
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation | 1 | CuM | - | - |
| 3 | Ref. Page - 47, Item 3 PWD SOR VOL-I w.e.f. 1.11.2017
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches | 1 | SqM | - | - |
| 4 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
iii)Other manufacture
Ref. Page - 43, Item 40 PWD SOR VOL-I w.e.f. 1.11.2017 | - | MT | - | - |
| 5 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(a) Pakur Variety
Ref. Page - 26, Item 10 PWD SOR VOL-I w.e.f. 1.11.2017 | 1 | CuM | - | - |
| 6 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
f) 25 mm to 30 mm shuttering without staging in foundation
Ref. Page - 42, Item 36,f; PWD SOR VOL-I w.e.f. 1.11.2017 | - | SqM | - | - |
| 7 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
Ref. Page - 99, Item 1; PWD SOR VOL-I w.e.f. 1.11.2017 | 1 | MT | - | - |
| 8 | a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
Ref. Page -200, Item -1, PWD SOR Vol-I w. e. f. 1.12.2017 | 1 | SqM | - | - |
| 9 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
(b) On steel or other metal surface :
(iv) Two coats (with any shade except white)
With super Gloss(High Gloss)
Ref. Page -200, Item -2, a), PWD SOR Vol-I w. e. f. 1.12.2017 | - | SqM | - | - |
| 10 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
(i) In Roof:-
a) With 0.5 mm thick sheet
Ref. Page -82, Item -14, a), PWD SOR Vol-I w. e. f. 1.12.2017 | 1 | SqM | - | - |
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